Union Beach Ph1_100PCNT-SPEC-RTA-20220421.pdf

100% SPECIFICATIONS-RTA

Hurricane and Storm Damage Reduction

Raritan Bay and Sandy Hook Bay

Union Beach - Phase I

Monmouth County, NJ

IFB No. W912DS-22-B-0011

April 2022

U.S. Army Corps of Engineers New York District

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Union Beach Phase I UNIONBEACHPIH1

RTA

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 00 01 COVER SHEET

00 00 02 CHECK LIST FOR BIDDERS

00 10 00 SF 1442 AND BIDDING SCHEDULE

00 13 32.01 18 WENTWORTH SCALE

00 21 16 INSTRUCTIONS, CONDITIONS, AND NOTICE TO BIDDERS

00 22 10 TECHNICAL PROPOSAL DESIGN -BID-BUILD SELECTION PROCEDURES

00 22 20 PROPOSAL SUBMISSION REQUIREMENTS AND INSTRUCTIONS

00 24 00 EVALUATION FACTORS FOR AWARD

00 31 00.01 18 U.S. ARMY CORPS OF ENGINEERS NEW YORK DISTRICT SAFETY

OFFICE CRITICAL LIFT PLAN

00 31 00.03 18 REPORT OF OPERATIONS FORM (Form 4267)

00 31 24.01 18 FEDERAL CONSISTENCY DETERMINATION/ WATER QUALITY

CERTIFICATION

00 31 32 GEOTECHNICAL DATA

00 31 32.03 18 BORROW AREA CORE PENETRATION GRAPHS AND COMPOSITE GRAIN

SIZE DISTRIBUTION CURVES

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 90 00 WAGE RATES

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 11 35 AIR EMISSIONS REQUIREMENTS

01 14 00 WORK RESTRICTIONS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 32 33 PHOTOGRAPHIC DOCUMENTATION

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 30 MUNITIONS AND EXPLOSIVES OF CONCERN (MEC) CONSTRUCTION

SUPPORT

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 56 10.00 18 ENDANGERED SPECIES OBSERVERS (HOPPER DREDGES ONLY)

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00.00 18 PROJECT IDENTIFICATION AND STEWARDSHIP EDUCATION

INTERPRETIVE SIGN (ESA-SEIS)

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 27 50.00 18 FLOATING TURBIDITY BARRIER

02 41 00 DEMOLITION

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 13 33 OUTFALL PIPE SUPPORTS

06 13 34 TIMBER ADA CROSSOVER TIMBERWORK AND MISCELLANEOUS METALS

PROJECT TABLE OF CONTENTS Page 1

DI VI SI ON 31 - EARTHWORK

31 05 19 GEOTEXTILE

31 23 00.00 20 EXCAVATION AND FILL

31 24 00.00 18 BEACH FILL PLACEMENT

31 34 10 STONE-FILLED (SF) MARINE MATTRESSES

31 62 19.13 TIMBER MARINE PILES

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 15 00 DUNE CROSSOVERS

32 31 10.00 18 SAND FENCE

32 94 00 DUNE VEGETATION PLAN

DI VI SI ON 33 - UTI LI TI ES

33 40 00 STORM DRAINAGE UTILITIES

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 20 23.23 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM HOPPER DREDGE

35 31 19 STONE CONSTRUCTION

DI VI SI ON 40 - PROCESS I NTERCONNECTI ONS

40 05 71.14 IN-LINE CHECK VALVES

40 77 23 VIBRATION MONITORING SYSTEMS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

PROCUREMENT AND

CONTRACTING

REQUIREMENTS

SECTION 00 00 01

COVER SHEET

01/18

PART 1 GENERAL

NEW YORK DI STRI CT

CORPS OF ENGI NEERS

NEW YORK, NEW YORK 10278- 0090

I NVI TATI ON FOR BI DS

FOR

Hur r i cane and St or m Damage Reduct i on, Rar i t an Bay and Sandy Hook Bay Uni on Beach, Phase I Monmout h Count y, NJ

1. Attached is INVITATION FOR BIDS (IFB) NO. W912DS-22-B-0011

2. BIDS MUST BE SET FORTH full, accurate, and complete information as required by this Invitation for Bids, including attachments. The penalty for making false statements in bids is prescribed under Title 18, United States Code, Section 1001.

3. SUBMISSION OF BIDS: Complete details concerning proper submission of bids are contained in the INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS (Section 00 21 16).

4. Note the REQUIREMENT FOR AFFIRMATIVE ACTION of the EQUAL OPPORTUNITY clause as it applies to the contract resulting from this solicitation. (See paragraph NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY in Section 00 21 16 of this IFB).

5. REPRESENTATIONS AND CERTIFICATIONS - SECTION 00 45 00 Bidders and Offerors are required to complete the REPRESENTATIONS AND CERTIFICATIONS and submit them with their bids.

Within Section 00 45 00, note in particular the PROHIBITION SEGREGATED FACILITIES. Failure of a bidder or offeror to agree to the certification will render his bid or offer non-responsive to the terms of solicitations involving awards of contracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause

(1984 APR).

6. Please review all bonds and accompanying documents required to be submitted. Bonds, Powers of Attorney, statements of authenticity and continuing validity, and all related documents MUST NOT bear computer printer-generated signatures and/or seals. Documents bearing signatures and/or seals generated as part of a document, as opposed to being affixed to the document after its generation, will not be accepted. Submission of such documents may render the bid or offer non-responsive and ineligible for award.

DOCUMENT 00 00 01 Page 1

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-- End of Section --

DOCUMENT 00 00 01 Page 2

SECTION 00 00 02

CHECK LIST FOR BIDDERS

01/18

PART 1 GENERAL

ATTACHED IS IFB NO. W912DS-22-B-0011

Hur r i cane and St or m Damage Reduct i on, Rar i t an Bay and Sandy Hook Bay Uni on Beach, Phase I Monmout h Count y, NJ

ALL INFORMATION REQUIRED BY THE TERMS OF THIS SOLICITATION MUST BE

FURNISHED. MISTAKES OR OMISSIONS MAY RENDER YOUR OFFER INELIGIBLE FOR

AWARD. IMPORTANT ITEMS FOR YOU TO CHECK ARE INCLUDED IN BUT NOT LIMITED

TO THOSE LISTED BELOW. THIS INFORMATION IS FURNISHED ONLY TO ASSIST YOU

IN SUBMITTING A PROPER BID

____HAVE YOU ACKNOWLEDGED ALL AMENDMENTS?

____HAVE YOU COMPLETED THE "REPRESENTATIONS AND CERTIFICATIONS" (SECTION

00 45 00) PORTION OF THE SOLICITATION?

____IS YOUR DUNS NUMBER LISTED ON THE STANDARD FORM 1442?

____IS YOUR BID GUARANTEE PROPERLY SIGNED BY BOTH THE BIDDER AND SURETY

AND ARE ALL SEALS AFFIXED?

____DO THE BID BOND AND ACCOMPANYING DOCUMENTS BEAR SIGNATURES AND SEALS

AFFIXED AFTER THE DOCUMENT WAS GENERATED, AS OPPOSED TO COMPUTER

PRINTER-GENERATED SIGNATURES AND/OR SEALS?

____HAVE YOU ENSURED THAT YOU HAVE NOT RESTRICTED YOUR OFFER BY ALTERING

THE PROVISIONS OF THE SOLICITATION?

____WHEN REQUIRED, HAVE YOU ENTERED A UNIT PRICE FOR EACH PRICE ITEM?

(THE SOLICITATION SPECIFICALLY STATES WHEN THIS IS NECESSARY.)

____ARE DECIMALS IN YOUR PRICES IN THE PROPER PLACE? ARE YOUR FIGURES

LEGIBLE?

____IF YOU HAVE MADE ERASURES OR CORRECTIONS ON YOUR BID, ARE THEY

INITIALED BY THE PERSON SIGNING THE BID?

____DOES THE ENVELOPE CONTAINING YOUR BID PROPERLY IDENTIFY THAT IT IS A

SEALED BID AND DOES IT CONTAIN THE CORRECT SOLICITATION NUMBER AND BID

OPENING TIME?

____WILL YOUR OFFER ARRIVE ON TIME? (SEE PARAGRAPH ENTITLED "LATE

SUBMISSIONS, MODIFICATIONS, AND WITHDRAWALS OF BIDS" IN THE

INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS, SECTION 00 21 16 OF

THE SOLICITATION.)

____CONTRACTORS ARE REQUIRED TO DELIVER BIDS TO 26 FEDERAL PLAZA ROOM

16-300 THE DESIGNATED RECIPIENT OF BIDS IS NICHOLAS EMANUEL

(917)790-8069. SEE SECTION 00 21 13 - INSTRUCTIONS TO BIDDERS.

DOCUMENT 00 00 02 Page 1

NOTE: THERE ARE INCREASED SECURITY MEASURES AT JACOB K. JAVITS

FEDERAL BUILDING, 26 FEDERAL PLAZA THAT MAY AFFECT THE TIME IT TAKES

TO ENTER THE BUILDING. BIDDERS IS RESPONSIBLE TO ENSURE THAT ITS BID

IS SUBMITTED TIMELY.

PART 2 PRODUCTS

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DOCUMENT 00 00 02 Page 2

SECTION 00 10 00

SF 1442 AND BIDDING SCHEDULE

12/17

PART 1 GENERAL

1.1 SF 1442 SOLICITATION, OFFER, AND AWARD

To be provided by Contracting Division.

1.2 BID SCHEDULE

To be provided by Contracting Division.

PART 2 PRODUCTS

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DOCUMENT 00 10 00 Page 1

DOCUMENT 00 10 00 Page 2

SECTION 00 13 32.01 18

WENTWORTH SCALE

06/17

PART 1 GENERAL

1.1 DESCRIPTION

Wentworth scale

PART 2 PRODUCTS

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DOCUMENT 00 13 32.01 18 Page 1

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DOCUMENT 00 13 32.01 18 Page 2

00 90 03-1

COMPOSITE GRAIN SIZE DISTRIBUTION CURVES FOR SAND SEDIMENTS AND

GRAIN SIZE SCALES FOR SEDIMENT

The grade scale most commonly used for sediments is the Wentworth (1922) scale which is a logarithmic scale in that each grade limit is twice as large as the next smaller grade limit. The scale starting at 1mm and changing by a fixed ratio of 2 was introduced by J.A. Udden (1898), who also named the sand grades we use today.

However, Udden drew the gravel/sand border at 1 mm and used different terms in the gravel and mud division. For more detailed work, sieves have bee constructed at intervals 2 ^(1/2) and 2^(1/14). The Φ (phi) scale, devised by Krumbein, is a much more convenient way of presenting data than if the values are expressed in millimeters, and is used almost entirely in recent work.

WENTWORTH SCALE

SECTION 00 21 16

INSTRUCTIONS, CONDITIONS, AND NOTICE TO BIDDERS

09/16

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

PART 2 PRODUCTS

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DOCUMENT 00 21 16 Page 1

DOCUMENT 00 21 16 Page 2

SECTION 00 22 10

TECHNICAL PROPOSAL DESIGN -BID-BUILD SELECTION PROCEDURES

09/17

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

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DOCUMENT 00 22 10 Page 1

DOCUMENT 00 22 10 Page 2

SECTION 00 22 20

PROPOSAL SUBMISSION REQUIREMENTS AND INSTRUCTIONS

09/17

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

PART 2 PRODUCTS

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PART 3 EXECUTION

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DOCUMENT 00 22 20 Page 1

DOCUMENT 00 22 20 Page 2

SECTION 00 24 00

EVALUATION FACTORS FOR AWARD

06/17

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

PART 2 PRODUCTS

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DOCUMENT 00 24 00 Page 1

DOCUMENT 00 24 00 Page 2

SECTION 00 31 00.01 18

U.S. ARMY CORPS OF ENGINEERS NEW YORK DISTRICT SAFETY OFFICE CRITICAL LIFT

PLAN

11/17

PART 1 GENERAL

1.1 DESCRIPTION

Plan Contents Checklist

PART 2 PRODUCTS

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DOCUMENT 00 31 00.01 18 Page 1

DOCUMENT 00 31 00.01 18 Page 2

Date:

Location:

A. TOTAL LOAD

lbs lbs lbs lbs lbs lbs lbs lbs lbs.

ft.

ft. 4. Designated in writing by employer: YES / NO

ft. G. PRE-LIFT CHECKLIST (YES) N/A ft.

lbs.

lbs.

deg.

deg.

lbs.

12. Lift is % of the Crane's rated capacity

13. If Jib/Ext. is to be used:

Length ft.

Offset ft.

14. Rated Capacity of Jib/Ext. lbs C. HOIST ROPE Main Aux 1

Size:

lbs.

lbs.

6. Shackle Rated Capacity(s) _________________

Aux 2

1. # of Parts

2. Rope Diameter

3. Capacity

5. Shackle Size(s):

8. Signal Person Qualifications

2. Rigging Inspected

3. Crane Set-up

4. Overhead Hazard Check

5. Swing Check

6. Counterweight Check

7. Operator Qualifications

15. Site Control

16. Signatures

14. Traffic Hazard Check

11. Load Test

12. Tag Lines

13. Wind Conditions

(NO)

1. Crane Inspected

YES / NO

1. Certified Operator?

2. Option?

3. Certified for Type, Class & Capacity?

YES / NO

YES / NO

B. CRANE F. OPERATOR QUALIFICATIONS

YES / NO

Note: Bearing Pressure Calculations must be attached on Page 3.

Note: If Obstructions are present they must be shown on Page 4.

E. CRANE PLACEMENT (Mobile Cranes Only)

YES / NO

YES / NO

1. Load Weight

3. Wt. of Main Block

Note: Source of load weight (Drawings, Calcs, etc.) must be attached on Page 2.

Note: If Electrical Hazards are present they must be shown on Page 4.

Note: Ground Condition Calculations must be attached on Page 3.

1. Hitch Type(s)

2. No. of Slings:

3. Sling Type:

4. Sling Assembly Capacity:

D. RIGGING

9. Rigger Qualifications

10. Load Chart in Crane

6. Wt. of Jib/Ext. (erected/stowed)

7. Wt. of Hoist Rope

8. Other:

1. Type of Crane

3. Radius (Maximum)

4. Radius (Minimum)

5. Boom Length (Maximum)

6. Boom Length (Minimum)

8. Crane Capacity (Min Radius)

9. Boom Angle (Maximum)

USACE District:

Prepared By:

CRITICAL LIFT PLAN

Form 16-3

For use of this form, see EM 385-1-1, Section 16. Proponent is Crane HHWG.

6. Other?

PSF

H. SIGNATURES

2. Rigger

1. Crane Operator

3. Signal Person

4. Lift Supervisor

5. Other

6. Other

7. Crane Capacity (Max Radius)

5. Travel with Load Required?

4. Obstructions to Lift or Swing?

3. High Voltage or Electrical Hazards?

2. Ground Conditions Suitable for Load?

1. Maximum Bearing Pressure

11. Gross Load of Crane

4. Wt. of Lifting Beam

5. Wt. of Sling/Shackles

TOTAL WEIGHT

Mobile Hydraulic Truck

10. Boom Angle (Minimum)

2. Wt. of Aux. Block

2. Maximum Crane Capacity

A "critical lift" is defined as any non-routine crane lift requiring detailed planning and additional or unusual safety precautions. Critical lifts include: lifts made where the load weight is greater than 75% of the rated capacity of the crane; lifts which require load to be lifted, swung or placed out of the operator's view ; lifts made with more than one crane; lifts involving non-routine/technically difficult rigging arrangement; hoisting personnel with a crane or derrick; or any lift which the crane operator believes should be critical.

Show here or attach calculations, drawings, etc.

CRITICAL LIFT PLAN

Form 16-3

Page 2 of 6Apr-13

LOAD CALCULATIONS

For use of this form, see EM 385-1-1, Section 16. Proponent agency is Crane HHWG.

Show here or attach calculations, drawings, etc.

Form 16-3

CRITICAL LIFT PLAN

For use of this form, see EM 385-1-1, Section 16. Proponent agency is Crane HHWG.

BEARING PRESSURES & GROUND CONDITIONS

Apr-13 Page 3 of 6

Show here or attach load chart

CRITICAL LIFT PLAN

For use of this form, see EM 385-1-1, Section 16. Proponent agency is Crane HHWG.

LOAD CHART

Apr-13 Page 4 of 6

Show here or attach operator qualifications

CRITICAL LIFT PLAN

For use of this form, see EM 385-1-1, Section 16. Proponent agency is Crane HHWG.

OPERATOR, RIGGER, SIGNAL PERSON QUALIFICATIONS

Apr-13 Page 5 of 6

Show here or attach site plan and sequencing

CRITICAL LIFT PLAN

For use of this form, see EM 385-1-1, Section 16. Proponent agency is Crane HHWG.

SITE PLAN

Apr-13 Page 6 of 6

SECTION 00 31 00.03 18

REPORT OF OPERATIONS FORM (Form 4267) 07/17

PART 1 GENERAL

1.1 DESCRIPTION

The following documentation includes Eng. Form 4267 – Report of Operations

– Pipeline, Dipper or Bucket Dredges and Form MVN 322 – Work Sheet for Preparing Consolidated Form 4267.

PART 2 PRODUCTS

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DOCUMENT 00 31 00.03 18 Page 1

DOCUMENT 00 31 00.03 18 Page 2

Form 4267 – Report of Operations – Pipeline, Dipper or Bucket Dredges

Form MVN 322 – Work Sheet for Preparing Consolidated Form 4267

SECTION 00 31 24.01 18

FEDERAL CONSISTENCY DETERMINATION/ WATER QUALITY CERTIFICATION

10/17

PART 1 GENERAL

1.1 DESCRIPTION

(To be inserted)

PART 2 PRODUCTS

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DOCUMENT 00 31 24.01 18 Page 1

DOCUMENT 00 31 24.01 18 Page 2

SECTION 00 31 32

GEOTECHNICAL DATA

10/17

PART 1 GENERAL

1.1 DESCRIPTION

The following documentation includes Soil Borings reports.

Documentation including drilling logs, soil borings.

PART 2 PRODUCTS

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DOCUMENT 00 31 32 Page 1

DOCUMENT 00 31 32 Page 2

SECTION 00 31 32.03 18

BORROW AREA CORE PENETRATION GRAPHS AND COMPOSITE GRAIN SIZE DISTRIBUTION

CURVES

07/17

PART 1 GENERAL

1.1 DESCRIPTION

See next page

Documentation including grain size distribution curves, core logs, summary tables, and a sample seismic profile.

PART 2 PRODUCTS

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DOCUMENT 00 31 32.03 18 Page 1

DOCUMENT 00 31 32.03 18 Page 2

SECTION 00 45 00

REPRESENTATIONS AND CERTIFICATIONS

09/16

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

PART 2 PRODUCTS

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DOCUMENT 00 45 00 Page 1

DOCUMENT 00 45 00 Page 2

SECTION 00 72 00

CONTRACT CLAUSES

09/16

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

PART 2 PRODUCTS

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DOCUMENT 00 72 00 Page 1

DOCUMENT 00 72 00 Page 2

SECTION 00 90 00

WAGE RATES

06/17

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

PART 2 PRODUCTS

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DOCUMENT 00 90 00 Page 1

DOCUMENT 00 90 00 Page 2

TECHNICAL

SPECIFICATIONS

SECTION 01 11 00

SUMMARY OF WORK

08/ 15, CHG 2: 08/ 21

PART 1 GENERAL

1.1 FAR 52.211-10, COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

a. The Contractor shall be required to (i) commence work under this contract within five (5) calendar days after the date the Contractor receives the Notice to Proceed, (ii) prosecute the work diligently, and

(iii) complete the entire work ready for use, not later than 540 calendar days after the date the Contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises.

(FAR 52.212-3)

b. All work shall be in accordance with the drawings and specifications or instructions attached hereto and made a part thereof, or to be furnished hereafter by the Contracting Officer and subject, in every detail, to his supervision, direction, and instructions.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes two terminal groins, hydraulic beachfill placement, crossovers, outfall extension, splash pad, drainage modifications, dune planting, sand fence, demolition, excavation & regrading and incidental related work.

1.2.1.1 DFARS 236.204, DISCLOSURE OF THE MAGNITUDE OF CONSTRUCTION PROJECTS

This project is estimated between $25 million and $100 million.

1.2.2 Location

The work is located at the Union Beach, Monmouth County, New Jersey, on the waterfront Along Front Street/Union Avenue, from Dock Streeet to the Flat Creek bridge.

1.3 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

SECTION 01 11 00 Page 1

1.4 AUTHORIZED CONSTRUCTION AREA AND TRESPASSING

Do not inflict damage upon land and properties outside the authorized construction area by unwarranted entry upon, passage through, damage to, or disposal of, material on such land or property. The Contractor may make a separate agreement with any other party, regarding the use of, or right to, land or facilities outside the contract area. If such an agreement is made, it must be in writing and a copy shall be provided to the Contracting Officer. The Contractor must hold and save the Government, its officers, and agents free from liability arising from trespassing or damage occasioned by his operations.

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

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SECTION 01 11 00 Page 2

SECTION 01 11 35

AIR EMISSIONS REQUIREMENTS

PART 1 GENERAL

1.1 BACKGROUND

The Contractor must comply with the air emissions requirements of this section which are intended to ensure compliance with the Federal Clean Air Act.

1.2 DEFINITIONS

1.2.1 Evenly

The same or substantially the same number of operating hours of major emission-producing equipment in each of the two calendar years.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following must be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-06 Test Reports

Project Air Emissions Calculator; G, RO

Monthly Air Emissions Calculator; G, RO

Narrative; G, RO

SD-07 Certificates

Certification; G, RO

1.4 COMPLIANT WITH MANDATORY AIR EMISSIONS REQUIREMENT

In order to be compliant with air emissions requirement, Two calendar years restriction is placed on this project The work must be scheduled and executed so that the substantial emission-producing work (i.e., dredging and material placement) is carried out evenly over two consecutive calendar years. The Contractor and the independent firm hired to assist the Contractor must maintain a running record of emissions in each calendar year to ensure that cumulative emissions as calculated by the Monthly Air Emissions Calculator do not exceed 92 units in any one calendar year.

1.5 PRE-OPERATIONAL PLANNING AND REPORTING

The Contractor must retain an independent firm having a minimum of 3 years of experience in calculating air emissions for equipment in the utility, process, construction or manufacturing industries to assist the Contractor in fulfilling the requirements of this section.

SECTION 01 11 35 Page 1

The Contractor must submit the Project Air Emissions Calculator information within 30 calendar days of notice of contract award.

Submit within 15 calendar days of notice of contract award. The Project Air Emissions Calculator will be provided electronically to the Contractor by the Government on or shortly after notice of contract award. The Contractor must complete the calculator by entering information on all diesel powered equipment anticipated to be used in performance of the contract and the anticipated number of hours of operation of each piece of equipment in each calendar year that work is expected to take place. The calculator submittal must be made in the same format as the original Project Air Emissions Calculator provided by the Government.

1.6 OPERATIONAL MONITORING, RECORDKEEPING AND REPORTING

Provide monthly information listed below during the execution of the contract:

1.6.1 Monthly Air Emissions Calculator and Narrative

The Monthly Air Emissions Calculator will be provided to the Contractor by the Government at the start of work and at the beginning of each calendar year in which work take place.

The Monthly Air Emissions Calculator and Narrative must be updated monthly and submitted electronically to the COR. Updated calculator, narrative and other information associated with this task are due 10 calendar days after the end of each month. The updated monthly calculator submittal must be made in the same format as the original Air Emissions Calculator provided by the Government.

The Monthly Air Emissions Calculator must be updated monthly to reflect actual hours worked, equipment actually used, actual emission control methods used during the previous month, and a projection of remaining work on the contract during the calendar year; and

A Narrative explaining the changes from the Project Air Emissions Calculator (submitted within 15 calendar days after award) to the updated Monthly Air Emissions Calculator must be submitted.

1.6.2 Certification

Provide a Certification from an independent Air Emissions Consultant stating that the information provided in the COMPLIANT WITH MANDATORY AIR EMISSIONS REQUIREMENT paragraph is accurate and that any technologies, techniques, or methods used to reduce emissions are approved by the U.S.

Environmental Protection Agency (EPA).

The Contractor must be required to measure and record the following parameters within the 3-nautical mile line of the coast: date and time, engine hours of operation, and fuel use rates on all diesel-powered engines associated with actual dredging equipment and the auxiliary power generators and pumps. This information can be obtained by downloading data from the electronic engine management control system, if available.

The submittals must be in one of the following file formats: (1) text format, either comma or tab delimited or (2) Microsoft Excel. Submittals will be rejected that require proprietary software for access.

SECTION 01 11 35 Page 2

1.7 RETAINAGE AND REDUCTION IN CONTRACT PRICE

Failure of the Contractor to provide the associated documents in compliance with requirements found in the DEFINITIONS and PRE-OPERATIONAL PLANNING AND REPORTING paragraphs will result in retainage and reduction in the contract price.

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PART 3 EXECUTION

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SECTION 01 11 35 Page 3

SECTION 01 11 35 Page 4

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

a. The pier demolition shall not begin "no sooner than" 30 days prior to the "actual" beachfill placement between STA 17+00 and STA 19+00

b. The pier demolition shall not begin until the materials for the like in kind rail replacement are on site and the rail replacement shall be initiated immediately upon completion of the pier.

1.2 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.3 SEASONAL RESTRICTION

Comply with the Migratory Bird Treaty Act of 1918 and the Migratory Bird Conservation Act of 1929 requirements to protect bird species that may potentially nest within the project area by implementing a restriction on shrub and tree removal during construction activities during the 15 March through 31 July (NJDFW 2006) window to avoid adverse impacts to listed species that are covered under this act.

1.4 CONSTRUCTION RESTRICTION

Construction is not permitted within the Coastal Barrier Resources System (CBRS) Unit NJ-04. Refer, to appendix A - U.S. Fish and Wildlife Service, Coastal Barrier Resources System Projects Mapper, CBRS Unit NJ-04 map.

The CBRS mapper can be access at: https://www.fws.gov/cbra/maps/mapper.html

1.5 BIRD MONITORING

Provide appropriate piping plover monitoring experience or shorebird monitoring experience which needs to be approved by the New Jersey Department of Environmental Protection (NJDEP), Division of Fish and Wildlife.

1.6 SPOTTED LANTERNFLY QUARANTINE

a. The spotted lanternfly is a highly invasive insect species originally from Asia regulated by both the Federal and state governments. The New Jersey Department of Agriculture has established a quarantine zone that comprises the following counties: Burlington, Camden, Essex, Gloucester, Hunterdon, Middlesex, Mercer, Monmouth, Morris, Salem, Somerset, Union, and Warren.

SECTION 01 14 00 Page 1 https://www.nj.gov/agriculture/news/press/2021/approved/press210830.html

b. Per the New Jersey Department of Agriculture, businesses that move within or from the quarantine zone are required to obtain a permit and undergo training to certify their knowledge of preventing and controlling the potential distribution of this species. Due to the site being within the quarantine zone, the Contractor and sub-contractors must comply with this requirement. Additional information can be found at:

https://extension.psu.edu/slf-permit-training-nj

c. In addition, the Contractor must become familiar with the identification of and control of spotted lanternflies. If the Contractor observes adult lanternflies or egg masses on site, the Contractor must kill them. Adult lanternflies can be squashed, egg masses can be scraped into a zip-lock plastic bag and disposed of.

Additional information regarding the spotted lanternfly, including identification and control requirements, are included in the following link:

https://www.nj.gov/agriculture/divisions/pi/prog/pests-diseases/spotted-lanternfly/

1.7 CONTRACTOR ACCESS AND USE OF PREMISES

1.7.1 Working Hours

Regular working hours must consist of an 8 1/2 hour period established by Contractor, approved by the Contracting Officer, in accordance with Borough rules and regulations between 6 a.m. and 6 p.m., Monday through Friday, excluding Government holidays.

Working hours for dredging are 24 hours a day including Sunday and Government holidays. Local government approval is required to ensure compliance with local ordinances and local Boards.

1.7.2 WORKING CONDITIONS

Comply with paragraph Fatigue Management Plan (FMP) of EM 385-1-1 .

1.7.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.7.4 Utility Cutovers and Interruptions

a. The Contractor is advised that the existing utilities service other buildings or areas adjacent to the specific work sites. These buildings will be active and utilized for the entire period of this contract. The Contractor shall maintain all utilities and systems operational at all times except outages approved by the Contracting Officer.

SECTION 01 14 00 Page 2

b. All utility outages shall be scheduled by the Contractor and approved by the Contracting Officer. No outage will be approved which will adversely affect the current operation or mission accomplishment.

Outages shall only be approved to perform tie-ins of new or temporary utilities to existing lines. No electric or gas outages will be approved during the heating season. "Live"/"hot" utility connections shall be used whenever possible. Contractor shall submit a written work plan and have it approved by the 15 days prior to planned outage.

(Required union notice.) The Contractor shall also be responsible for any repairs or start-up procedures in the affected facilities caused by the outages. The Contractor shall coordinate with the Contracting Officer and local representatives regarding the work that the Contractor must accomplish in various buildings to re-establish the utilities to proper working conditions. The request for the approval of a utility outage shall include, at minimum, the following:

description of the utility; time and duration of the outage; areas and systems affected; proof that all preparatory work is complete; proof that all necessary materials, equipment and manpower are in place;

utility lines have been verified; and a contingency plan is in place.

c. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required paragraph WORK OUTSIDE REGULAR HOURS.

d. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

e. Interruption to storm sewer is considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

f. The Contractor shall have on-site all materials, equipment, manpower, etc. to complete all work during the approved duration of the outage.

All utilities and systems shall be fully tested and operational prior to the end of the approved outage. Unscheduled outages shall be repaired immediately. Repairs and corrective actions shall proceed continuously in a diligent manner until all services and utilities are restored to their original condition.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 3

SECTION 01 14 00 Page 4

APPENDIX A

U.S. Fish and Wildlife Service Coastal Barrier Resources System Projects Mapper

CBRS Unit NJ-04 map

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SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Mobilization and demobilization

Mobilization shall include all costs for operations accomplished prior to commencement of actual dredging operations, such as transfer of dredge and attendant plant and equipment to site, initial installations of pipe, preparation of beach fill areas, and other incidentals in advance of the actual dredging. Demobilization shall include general preparation for transfer of plant to home base, removal of pipelines, cleanup of beach fill areas, and transfer of plant to its home base. The cost of work other than mobilization and demobilization of the Contractor's dredging plant and equipment shall not be included in this item. For payment for Mobilization and Demobilization see contract clause Section 00 72 00.

All costs connected with the mobilization and demobilization of all of the contractor's dredging plant and equipment will be paid for at the contract lump sum price for this item. Sixty percent (60 percent) of the lump sum price will be paid to the Contractor upon completion of his mobilization to the work site. The remaining forty percent (40 percent) will be included in the final payment for work under this contract.

In the event the Contracting Officer and/or his Representative considers that the amount in this item (60 percent), which represents mobilization, does not bear a reasonable relation to the cost of the work in this contract, the Contracting Officer and/or his Representative may require the Contractor to justify this portion of the bid. Failure to justify such price to the satisfaction of the Contracting Officer and/or his Representative will result in payment of actual mobilization costs as determined by the Contracting Officer and/or his Representative, at the completion of mobilization and payment of the remainder of this item in the final payment under this contract. The determination of the Contracting Officer and/or his Representative is not subject to appeal.

1.1.1.1 Payment schedule

All costs connected with the mobilization and demobilization of the Contractor's personnel, equipment, supplies, and materials will be paid

SECTION 01 22 00.00 10 Page 1 for the contract lump sum price for this item. Sixty percent (60 percent) of the lump sum price will be paid to the Contractor upon completion of his mobilization to the work site. The remaining forty percent (40 percent) will be included in the final payment for work under this contract.

In the event that the Contracting Officer and/or his representative (COR) considers that the amount in this item which represents mobilization (60 percent) does not bear a reasonable relation to the cost of work in this contract, the Contracting Officer may require the Contractor to produce cost data to justify this portion of his bid. Failure to justify such price to the satisfaction of the Contracting Officer/COR, will result in payment, upon completion of mobilization, of actual mobilization costs as determined from the cost data submitted by the Contractor. Payment for the remainder of this item will be included in final payment for work under this contract. The determination of the Contracting Officer/COR is not subject to appeal.

1.1.2 Vibration Monitoring

1.1.2.1 Payment

Payment will be made for all costs associated with performing the work necessary to monitor the vibration of structures in accordance with the drawings and specifications.

1.1.2.2 Unit Of Measure

Unit of measure: Job.

1.1.3 Storm Drainage Utilities (Outfall Extension)

1.1.3.1 Payment

Payment will be made for all costs associated with storm drainage utilities for the construction of the outfall extension in accordance with the drawings and specifications. This includes, but is not limited to, all costs associated with performing the work necessary to provide pipe support systems for the outfall extension. This price includes all items incidental to furnishing and driving the piles, redriving uplifted piles, any required notching, the cutting off of all piles at the cutoff elevation, and disposal of cutoffs. All work shall be in accordance with the drawings and specifications. If the beach is filled and needed to be excavated, there will be no payment from government. No payment will be made for additional sand excavated if outfall work is completed after the sand fill is placed.

1.1.3.2 Unit Of Measure

Unit of measure: Job.

1.1.4 Drainage Modification

1.1.4.1 Payment

Payment will be made for all costs associated with all the work necessary to modify the existing interior drainage including excavation and backfill of materials; placement of PVC Schedule 80 pipe extension; installation of

SECTION 01 22 00.00 10 Page 2 pipe rings and placement of 6' Dia. drywell in accordance with the drawings and specifications.

1.1.4.2 Unit Of Measure

Unit of measure: Job.

1.1.5 Crossover (Pedestrian Non-ADA)

1.1.5.1 Payment

Payment will be made for all costs associated with performing the work necessary to provide pedestrian crossovers in accordance with the drawings and specifications.

1.1.5.2 Unit Of Measure

Unit of measure: Job.

1.1.6 Crossover (Gravel Vehicular)

1.1.6.1 Payment

Payment will be made for all costs associated with performing the work necessary to provide vehicular crossovers in accordance with the drawings and specifications.

1.1.6.2 Unit Of Measure

Unit of measure: Job.

1.1.7 Crossover (Pedestrian ADA)

1.1.7.1 Payment

Payment will be made for all costs associated with performing the work necessary to construct an ADA Dune Crossover. This price includes all items incidental to furnishing and driving the piles, redriving uplifted piles, any required notching, the cutting off of all piles at the cutoff elevation, disposal of cutoffs and the preservative treatment of the tops of treated piles which are headed. All work shall be in accordance with the drawings and specifications.

1.1.7.2 Unit of Measure

Unit of measure: Job.

1.1.8 Demolition of Restaurant Timber Decking

1.1.8.1 Payment

Payment will be made for all costs associated with the demolition of the restaurant's decking in accordance with the drawings and specifications.

1.1.8.2 Unit Of Measure

Unit of measure: Job.

SECTION 01 22 00.00 10 Page 3

1.1.9 Splash Pad

1.1.9.1 Payment

Price(s) and payment(s) shall constitute full compensation for all labor, equipment, materials, furnishing, hauling, handling, placing, maintaining the stone until final acceptance by the Government, and performing all work required to complete the satisfactory placement of the stone in accordance with the drawings and specifications. No separate payment will be made for the stockpiling of stone, and all cost in connection with stockpiling shall be included in the contract unit price for stone.

1.1.9.2 Measurement

a. Stone Criteria

The unit of measurement for rip-rap for the splash pad in place in finished work will be in pounds as determined by certified scale weight. Payment will not be made for unsuitable stone as defined in SECTION 35 31 19 Part 2 PRODUCTS. Unsuitable material or stone fragments weighed and delivered to the site will be reweighed on removal from the site and weight deducted from the material measured by waybills and delivery tickets for payment. The estimated amounts of rip-rap were based upon stone weighing 170 pounds per cubic foot. All stone will be paid for at the actual weight up to a maximum of 170 pounds per cubic foot.

b. Stone Density

All new stone acceptable for use in excess of 170 pcf will be paid for at 170 pcf maximum.

c. Stone Disposal

All stone to be disposed as unsuitable will be weighed prior to disposal. The contractor will dispose of all unsuitable stone off-site as directed by the Contracting Officer.

1.1.9.3 Unit of Measure

Unit of measure: job

1.1.10 Final Record Drawings

1.1.10.1 Payments

Contractor shall complete the Record ("As-Builts") CAD submittal as required by Specification the Record Documents submittal as required by Specification Section 01 78 00 CLOSEOUT SUBMITTALS.

1.1.10.2 Unit of Measure

Unit of measure: Each.

1.2 OPTION

1.2.1 Government Field Office (Option 0001)

All work and supplies necessary to construct a Government field office in

SECTION 01 22 00.00 10 Page 4 accordance with the Specification 01 50 00 TEMPORARY CONSTRUCTION

FACILITIES

1.2.1.1 Unit of Measure

Unit of Measure: Job

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3.1 Hydraulic Beachfill

1.3.1.1 Payment

The total amount of material acceptably placed on the beach (from the borrow areas) is to be paid for at the contract unit price as shown on the price schedule (Section 00 10 00), shall be measured by the cubic yard in place on the beach by computing the volume between the beach surface shown by a survey made before filling and beach surface shown on a survey after filling. The reference datum shall be NAVD. No payment shall be made for material placed:

(1) In excess of the quantity to the design grade plus the paid +1 foot tolerance on the berm and berm slope, and not paid +0.2 foot tolerance on dune crest, dune seaward slope and dune landward slope. See below for exception regarding Compensated Slope.

(2) Landward beyond the point where the lines and grades shown on the drawings plus tolerance.

(3) Bayward of the point where the lines and grades shown on the contract drawings, plus tolerance, intersects the ocean bottom except as modified by Compensated Slope.

(4) Which was obtained from outside the designated borrow area or below the maximum dredging limit of the borrow area, except as directed by the Contracting Officer

(5) Within the cross section of the terminal groins or of any pipe or outlet structure.

1.3.1.2 Original and Final Surveys

The Contractor shall make original and final surveys under the supervision of the Contracting Officer's representative and shall make computations to determine the quantities of materials placed on the beach for acceptance.

SECTION 01 22 00.00 10 Page 5

1.3.1.3 Surveys for Progress Payments

The Contractor will make any surveys for periods for which progress payments are requested and shall make the computations based on these surveys to be submitted to Contracting Office.

1.3.1.4 Initial and Final Surveys

Initial and final surveys for acceptance will be taken immediately prior to and after fill placement. Before fill, surveys shall not be taken more than 14 days prior to fill placement. Surveys will be taken on parallel profile lines (ranges) spaced at a maximum of 100-foot intervals. The minimum stationing interval will be 25 feet or at breaks in slope.

The Contractor shall conduct the original and final surveys, with the presence of Government representatives, and make the computations based on them. The Contractor shall conduct the surveys for any periods for which progress payments are requested and shall make the computations based on these surveys. All surveys conducted by the Contractor shall be done by a New Jersey licensed surveyor and certified hydrographer subjected to approval by the Contracting Officer.

Promptly upon completing a survey, the Contractor shall furnish the originals of all field notes and all other records relating to the survey or to the layout of the work to the Contracting Officer, who shall use them as necessary to determine the amount of progress payments. The Contractor shall retain copies of all such material furnished to the Contracting Officer or his representative. (FAR 52.236-16)

For Beach Fill Placement:

The Contractor shall be responsible to conduct all surveys, and will coordinate with the Contracting Officer's representative to maintain work sections. The Contractor will perform preconstruction surveys between 500 feet and 1500 feet in advance of the last acceptance station but not more than 14 days prior to fill placement. The surveys shall be performed in 100 foot increments. Acceptance surveys shall be performed when 500 linear feet of beach is dressed and graded to template. The Contractor shall make such computations as are necessary to determine the quantities of work performed or finally in place and submit the computation for Government review and approval.

For Borrow Area Surveys:

A pre- and post- construction survey of the borrow area at least 100 feet along the length of the borrow area and 25-foot intervals is required for this project to monitor the pre- and post-construction borrow area conditions with other survey methods approved by the COR.

In addition, weekly borrow area surveys are required at 200-foot sections and 5 foot intervals. The Contractor shall compute the volume extracted and furnish all computations, Fathometer plots, and depth readings utilized to the Contracting Officer with each CQC report See

01 45 00.00 10 QUALITY CONTROL

1.3.1.5 Original Field Notes, Computations and Other Records

All original field notes, computations and other records for the purpose of layout of surveys conducted by the Contractor shall be recorded in

SECTION 01 22 00.00 10 Page 6 duplicating field books, the original pages of which shall be furnished promptly to the Contracting Officer, or his representative, at the site of work. The Contractor shall furnish the Contracting Officer, or his representative, profile data for the survey on a computer disk. The survey data shall be in a format compatible with both the HYPACK or Bmap/Rmap program and in X, Y, Z format, and stored on DVD's. The Contractor shall submit to the Contracting Officer, prior to surveying, a base line drawing showing all offsets, elevation, reference lines and range line locations to be utilized.

1.3.1.6 Original Drawings

All original drawings that are submitted to the Contracting Officer will be accompanied by three prints of each.

1.3.1.7 Temporary Fencing

No separate payment shall be made for temporary fencing, and all costs in connection therewith shall be included in the contract unit price for Hydraulic Beach Fill.

1.3.1.8 Munitions and Explosive of Concen (MEC)

No separate payment shall be made for the MEC work specified in section

01 35 30 MUNITIONS AND EXPLOSIVES OF CONCERN (MEC) CONSTRUCTION SUPPORT,

and all costs in connection therewith shall be included in the contract unit price for Hydraulic Beachfill.

1.3.1.9 Unit of Measure

Unit of Measurement: CY

1.3.2 Stone Filled (SF) Marine Mattresses

1.3.2.1 Payment

All costs, including geotextile fabric, in connection with SF marine mattresses satisfactorily placed and accepted, shall be included in the contract unit price for the Bid Item titled No. 0003 AD, Stone Filled (SF) Marine Mattresses. Deductions from those quantities will be made for mattresses placed outside the construction tolerances specified herein.

1.3.2.2 Measurement

Measurement for SF Marine Mattresses will be the amount of mattress installed in square feet. Quantity for payment shall be measured by a survey of the placed SF marine mattresses. The reference datum shall be

NAVD88.

1.3.2.3 Unit of Measure

Unit of measure: SF

1.3.3 Dune Planting

1.3.3.1 Payment

The price for all vegetation (e.g., grasses, plants, trees, etc) and installation shall include the cost of furnishing all labor, materials, SECTION 01 22 00.00 10 Page 7 equipment, and incidentals necessary to complete this item in accordance with the plans, specifications, and the directions of the Contracting Officer. The Contractor shall be paid for percentage complete based on determination of the Contracting Officer during installation. A pre-determined amount will be retained by the Contracting Officer payable when the conditions in the PLANT GUARANTEE paragraph of this specification are met and approved as satisfactory by the Contracting Officer.

1.3.3.2 Measurement

All items for planting (e.g., seaside goldenrod, American beach grass, etc) will be measured by the units installed in accordance with the plans and specifications Section 32 94 00, acres, and to the satisfaction of the Contracting Officer.

1.3.3.3 Unit of Measure

Unit of measure: Acre.

1.3.4 Excavation for Groins

1.3.4.1 Payment

Payment will be paid for at the contract unit price measured by the cubic yards removed for excavation of material to construct the new groins, pre-and post-excavation surveys, transporting and stockpiling the material, backfill, placement of excavated material as fill, and disposal of excess material.

1.3.4.2 Measurement

Quantity for payment shall be measured by the cubic yard removed by computing the volume between a survey of the ocean bottom made before excavation and a survey made after excavation. The reference datum shall be NAVD88.

1.3.4.3 Unit of Measure

Unit of measure: cubic yard

1.3.